The present work investigates the suitability of artificial accelerograms, generated according to the procedure proposed by Sabetta and Pugliese (1996) and modified by Buratti (2009b), for being used as input in non-linear analysis of reinforced concrete structures. With respect to three case study structures, maximum interstorey drift demands obtained by artificial accelerograms are compared with reference drift values obtained from analyses performed using a large number of recorded accelerograms.

Non-stationary Artificial Accelerograms for Nonlinear Analysis of R.C. Frame Structures

BURATTI, NICOLA;SAVOIA, MARCO
2010

Abstract

The present work investigates the suitability of artificial accelerograms, generated according to the procedure proposed by Sabetta and Pugliese (1996) and modified by Buratti (2009b), for being used as input in non-linear analysis of reinforced concrete structures. With respect to three case study structures, maximum interstorey drift demands obtained by artificial accelerograms are compared with reference drift values obtained from analyses performed using a large number of recorded accelerograms.
2010
Proceedings of the Fourteenth European Conference on Earthquake Engineering
Buratti N.; Savoia M.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11585/92044
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